PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/21/17 EST. NO. 003 TIME 10:21 AM R.E. NAME: EID, EMILE 07-281504 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/21/17 EST. NO. 003 TIME 10:21 AM R.E. NAME: EID, EMILE 07-281504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DBE 2406 -63,249.25 002 DBE 2406 RCVD 63,249.25 003 63,249.25 0.00 LABOR COMPLIANCE VIOLATION CPR MAY'17 DELINQNT -5,000.00 003 -5,000.00 -5,000.00 TOTAL DEDUCTIONS 58,249.25 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 06/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 10:21 AM ESTIMATE NO. 003 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/07/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/21/17 LOCATION PROGRESS ESTIMATE 07-LA-101-29.2/38.1 ----------------- C. A. RASMUSSEN, INC. IN LOS ANGELES COUNTY BETWEEN 28548 LIVINGSTON AVENUE MUREAU ROAD AND VENTURA COUNTY LINE VALENCIA CA 91355 FED. AID NO. ACNH-Q101-3(4E) STORM WATER MITIGATION BEST ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.250 500.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.056 112.00 0.200 400 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 675,000.00 21.000 37,800.00 75.000 135,000 004 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.150 6,000.00 0.750 30,000 005 TRAFFIC CONTROL SYSTEM LS 420,000.0000 420,000.00 0.056 23,520.00 0.200 84,000 006 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 7,200.00 64.000 1,920 007 TEMPORARY RAILING (TYPE K) LF 15.0000 283,500.00 7,780.000 116,700 008 TEMPORARY CRASH CUSHION MODULE EA 160.0000 64,000.00 110.000 17,600 009 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.216 5,400.00 0.216 5,400 010 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.750 1,125 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 4,500.00 0.000 0 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 500.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 1,600.00 3.000 480.00 13.000 2,080 015 TEMPORARY FIBER ROLL LF 3.9000 3,900.00 2,455.000 9,574.50 3,055.000 11,914 016 TEMPORARY SILT FENCE LF 4.3000 860.00 0.000 0 017 STREET SWEEPING LS 9,000.0000 9,000.00 0.260 2,340.00 0.260 2,340 018 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.216 3,240.00 0.216 3,240 019 TREATED WOOD WASTE LB 1.1500 4,209.00 3,824.000 4,397.60 3,824.000 4,397 020 REMOVE GUARDRAIL LF 9.0000 2,610.00 303.000 2,727.00 303.000 2,727 021 REMOVE FLARED END SECTION EA 300.0000 300.00 0.000 0 022 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 5,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 10:21 AM ESTIMATE NO. 003 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/07/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE OVERSIDE DRAIN EA 450.0000 450.00 0.000 0 024 REMOVE PIPE (LF) LF 70.0000 34,300.00 0.000 0 025 REMOVE CONCRETE (CHANNEL) CY 270.0000 3,240.00 0.000 0 026 CAP INLET EA 2,100.0000 2,100.00 0.000 0 027 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 0.220 33,000.00 0.250 37,500 028 ROADWAY EXCAVATION CY 37.0000 244,570.00 0.000 0 029 EARTHWORK CY 25.0000 80,250.00 0.000 0 030 ROADWAY EXCAVATION (TYPE Z-2) CY 162.0000 238,140.00 300.000 48,600.00 300.000 48,600 (AERIALLY DEPOSITED LEAD) 031 ROADWAY EXCAVATION (TYPE Z-3) CY 164.0000 108,240.00 0.000 0 (AERIALLY DEPOSITED LEAD) 032 STRUCTURE EXCAVATION CY 40.0000 382,600.00 4,282.000 171,280.00 4,282.000 171,280 (F) 033 STRUCTURE BACKFILL CY 105.0000 141,855.00 0.000 0 (F) 034 DITCH EXCAVATION CY 47.0000 42,300.00 0.000 0 035 ROADSIDE CLEARING LS 65,000.0000 65,000.00 0.000 0 036 SLOW-RELEASE FERTILIZER LB 6.3000 31,563.00 0.000 0 037 PLANT (GROUP A) EA 6.7000 124,620.00 0.000 0 038 PLANT (GROUP B) EA 37.0000 4,440.00 0.000 0 039 PLANT ESTABLISHMENT WORK LS 42,500.0000 42,500.00 0.000 0 040 WOOD MULCH CY 87.0000 1,044.00 0.000 0 041 TEMPORARY IRRIGATION SYSTEM LS 206,000.0000 206,000.00 0.000 0 042 6" PLASTIC PIPE (SCHEDULE 40) LF 120.0000 720.00 0.000 0 (F) (SUPPLY LINE) 043 COMPOST SQFT 0.1300 22,230.00 0.000 0 044 INCORPORATE MATERIALS SQFT 0.1400 23,940.00 0.000 0 045 CLASS 3 AGGREGATE BASE (CY) CY 40.0000 37,600.00 0.000 0 046 LEAN CONCRETE BASE CY 200.0000 116,000.00 0.000 0 047 HOT MIX ASPHALT (TYPE A) TON 105.0000 59,850.00 0.000 0 048 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 72,800.00 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.7000 277.50 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 10:21 AM ESTIMATE NO. 003 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/07/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.7000 6,031.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.7000 814.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 3.8000 13,756.00 0.000 0 (MISCELLANEOUS AREA) 053 STRUCTURAL CONCRETE CY 490.0000 984,410.00 158.000 77,420.00 158.000 77,420 (F) 054 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 120,700.00 0.000 0 (F) 055 JOINT SEAL (TYPE AL) LF 15.0000 5,550.00 0.000 0 056 BAR REINFORCING STEEL LB 0.8400 408,255.96 41,357.000 34,739.88 41,357.000 34,739 (F) 057 18" REINFORCED CONCRETE PIPE LF 175.0000 183,750.00 0.000 0 058 24" REINFORCED CONCRETE PIPE LF 190.0000 91,200.00 0.000 0 059 36" REINFORCED CONCRETE PIPE LF 240.0000 14,400.00 0.000 0 060 42" REINFORCED CONCRETE PIPE LF 250.0000 45,000.00 0.000 0 061 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 12.0000 21,480.00 0.000 0 062 6" NON-PERFORATED PLASTIC PIPE LF 10.0000 3,700.00 0.000 0 UNDERDRAIN 063 CLASS D FILTER FABRIC SQYD 2.6000 4,212.00 0.000 0 (F) 064 CLASS 4 PERMEABLE MATERIAL CY 50.0000 32,650.00 0.000 0 (F) 065 CLASS 5 PERMEABLE MATERIAL CY 70.0000 48,230.00 0.000 0 (F) 066 12" CORRUGATED STEEL PIPE RISER LF 560.0000 1,120.00 0.000 0 (.079" THICK) 067 18" CONCRETE FLARED END SECTION EA 1,630.0000 13,040.00 0.000 0 068 24" CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0 069 36" CONCRETE FLARED END SECTION EA 2,600.0000 2,600.00 0.000 0 070 ROCK SLOPE PROTECTION CY 150.0000 16,650.00 0.000 0 (F) (FACING, METHOD B) (CY) 071 CONCRETE (DITCH LINING) CY 700.0000 17,500.00 0.000 0 072 GABION CY 270.0000 17,280.00 0.000 0 (F) 073 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.9000 798.00 0.000 0 074 MINOR CONCRETE (GUTTER) (CY) CY 1,250.0000 6,250.00 0.000 0 075 MISCELLANEOUS IRON AND STEEL LB 1.6000 15,196.80 0.000 0 (F) 076 MISCELLANEOUS METAL LB 175.0000 140,875.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 06/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 10:21 AM ESTIMATE NO. 003 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/07/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 VEGETATION CONTROL (MINOR CONCRETE) SQYD 64.0000 23,040.00 0.000 0 078 CABLE RAILING LF 40.0000 38,040.00 0.000 0 (F) 079 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 34,200.00 0.000 0 080 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 0.000 0 081 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 8,700.00 0.000 0 082 CONCRETE BARRIER (TYPE 736) LF 115.0000 114,885.00 0.000 0 (F) 083 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 084 MODIFYING EXISTING ELECTRICAL SYSTEM LS 80,000.0000 80,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-281504 TIME 10:21 AM ESTIMATE NO. 003 BID OPENING 11/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/07/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 461,130.98 790,383.98 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 461,130.98 790,383.98 085 MOBILIZATION LS 460,000.0000 460,000.00 0.250 115,000.00 0.750 345,000 ORIGINAL CONTRACT AMOUNT 6,794,322.26 TOTAL WORK COMPLETED 576,130.98 1,135,383.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 58,249.25 -5,000.00 TOTAL 634,380.23 1,130,383.98 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/09/17 625 00/00/00 00/00/00 08/31/18 42 0 0 0 17% 7% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/17